建设项目竣工环境保护验收监测的现场勘察

现场勘察是对建设项目主体工程（即生产设施）的勘察和对配套建设的环境保护设施及措施的勘察和检查,是检查建设项目是否能够开展验收监测、确定验收监测范围和制定验收监测方案的一个关键步骤,也是验收监测环境保护管理检查的一个重要组成部分.文章从建设项目资料的收集和查阅、建设项目的工程概况、对各类污染源及排放口的检查等八个方面对现场勘察的内容作了较为详细的介绍,以期做好建设项目的现场勘察,为验收监测方案的编制乃至验收监测报告的编写提供详实的基础资料.     

鄂尔多斯市城市道路交通噪声的现状分析及防治对策——以东胜区为例

通过分析鄂尔多斯市2007—2010年东胜区道路交通噪声污染现状,指出存在的主要问题,提出了相应的污染控制及防治措施,为有效改善城市道路交通噪声污染提供科学依据。     

土地利用总体规划环境影响评价技术方法的研究

从国内外土地利用总体规划环境影响评价的技术方法研究出发,总结了各技术方法的优势和缺点。最后提出了完善土地利用总体规划环境影响技术方法的建议。     

我国应急管理的发展现状与未来路径分析

2003年非典过后,我国应急管理"一案三制"体系正式提出并逐步构建,随后应急管理体系得到迅速完善,但总体来看还是"摸着石头过河"。十八大后,习总书记提出国家总体安全观、防范和化解重大风险等重大战略安排和制度选择;十九大以来,国家机构改革组建应急管理部、召开十九届四中全会,明确提出要实现应急管理体系和能力现代化,为应急管理提供重大发展契机。     

过年“画”吉祥

快过年了!每当这个时候,按照我国的传统习俗,各家各户都在为迎接农历新年的到来忙碌着,空气中充满了喜庆与祥和的气氛。人们用扫房子、贴春联、挂年画、备年货等方式来消除一年的晦气,憧憬来年的顺心、顺意和顺利。这些美好的期盼和向往都是中国传统文化和古老民俗的体现,中国民间艺术在这期间也得到了充分的展示。     

富营养化水体中黑水团的吸收及反射特性分析

对黑水团水体光学特性进行研究,是利用遥感技术监测和评估黑水团事件的前提.针对2015年7月在太湖发生的黑水团现象,采集了太湖黑水团区(区域一)、蓝藻水华区(区域二)、清水区(区域三)共36个水样,对这3个区域的水体遥感反射率以及吸收特性进行对比分析.结果表明:1区域一水体的总颗粒物、色素颗粒物和非色素颗粒物吸收系数比区域二、区域三高出1~2倍,在400~500 nm之间,区域一CDOM吸收系数相比另外两个区域的水体高出2倍左右.导致黑水团区域水体具有很低的遥感反射率,被人眼感知时呈现为黑色;2黑水团区域水体M值低于滇池、巢湖和太湖的M值变化范围,说明黑水团中CDOM的腐殖酸含量较高.此外,叶绿素a浓度与CDOM在350 nm处吸收系数之间具有很好的相关性,表明蓝藻的降解可能是黑水团中CDOM的一个主要来源;3在380 nm之后,黑水团区域的水体总吸收以色素颗粒物占主导,但在短波350~380 nm处,CDOM对总吸收的贡献率高于色素颗粒物和非色素颗粒物.     

三峡库区(重庆-宜昌段)沉积物中钒的污染特征及生态风险评价

为全面了解三峡库区(重庆—宜昌段)干支流沉积物中钒的含量水平、空间分布、赋存形态、污染程度,在三峡库区采集水体沉积物样品67个,测定了沉积物中钒的含量及其化学赋存形态,并采用地积累指数法和潜在生态危害指数法进行分析和评价.结果表明:1三峡库区研究区范围内沉积物中钒的含量范围为89.4~175.2 mg·kg-1,平均值为123.7 mg·kg-1,略高于长江沉积物背景值;2库区沉积物中钒的空间分布特征主要呈现库区干流含量大于支流,干流下游沉积物中钒含量高于上游;3沉积物中钒含量的极值点出现在较发达县(区)附近,考虑其来源可能是人为源汇入;4库区沉积物中钒的赋存形态主要以残渣态为主,所占质量分数为80%~89%,并与总量呈现显著正相关关系;5沉积物中钒污染程度较小,潜在环境危害影响较弱.     

Removal of phosphate from wastewater using alkaline residue

Alkaline residue(AR) was found to be an efficient adsorbent for phosphate removal from wastewater. The kinetic and equilibrium of phosphate removal were investigated to evaluate the performance of modified alkaline residue. After treatment by NaOH(AR-NaOH), removal performance was significantly improved, while removal performance was almost completely lost after treatment by HCl(AR-HCl). The kinetics of the removal process by all adsorbents was well characterized by the pseudo second-order model. The Langmuir model exhibited the best correlation for AR-HCl, while AR was effectively described by Freundlich model. Both models were well fitted to AR-NaOH. The maximum adsorption capacities calculated from Langmuir equation were in following manner: AR-NaOH AR AR-HCl. Phosphate removal by alkaline residue was pH dependent process. Mechanisms for phosphate removal mainly involved adsorption and precipitation, varied with equilibrium pH of solution. For AR-HCl, the acid equilibrium pH( 6.0) was unfavorable for the formation of Ca-P precipitate, with adsorption as the key mechanism for phosphate removal. In contrast, for AR and ARNaOH, precipitation was the dominant mechanism for phosphate removal, due to the incrase on pH( 8.0) after phosphate removal. The results of both XRD and SEM analysis confirmed CaHPO4·2H2O formation after phosphate removal by AR and AR-NaOH.     

Review on water leakage control in distribution networks and the associated environmental benefits

Water supply is the primary element of an urban system. Due to rapid urbanization and water scarcity, maintaining a stable and safe water supply has become a challenge to many cities, whereas a large amount of water is lost from the pipes of distribution systems. Water leakage is not only a waste of water resources, but also incurs great socio-economic costs. This article presents a comprehensive review on the potential water leakage control approaches and specifically discusses the benefits of each to environmental conservation. It is concluded that water leakage could be further reduced by improving leakage detection capability through a combination of predictive modeling and monitoring instruments, optimizing pipe maintenance strategy, and developing an instant pressure regulation system. The environment could benefit from these actions because of water savings and the reduction of energy consumption as well as greenhouse gas emissions.     

A restoration-promoting integrated floating bed and its experimental performance in eutrophication remediation

Numerous studies on eutrophication remediation have mainly focused on purifying water first, then restoring submerged macrophytes. A restoration-promoting integrated floating bed （RPIFB） was designed to combine the processes of water purification and macrophyte restoration simultaneously. Two outdoor experiments were conducted to evaluate the ecological functions of the RP1FB. Trial 1 was conducted to compare the eutrophication purification among floating bed, gradual-submerging bed （GSB） and RPIFB technologies. The results illustrated that RPIFB has the best purification capacity. Removal efficiencies of RPIFB for TN, TP,NH4＋-N, NO3-N, CODcr, Chlorophyll-a and turbidity were 74.45%, 98.31%, 74.71%, 88.81%, 71.42%, 90.17% and 85%, respectively. In trial 2, influences of depth of GSB and photic area in RPIFB on biota were investigated. When the depth of GSB decreased and the photic area of RPIFB grew, the height of Potamogeton crispus Linn. increased, but the biomass of Canna indica Linn. was reduced. The mortalities of Misgurnus anguillicaudatus and Bellamya aeruginosa in each group were all less than 7%. All results indicated that when the RPIFB was embedded into the eutrophic water, the regime shift from phytoplankton-dominated to macrophyte-dominated state could be promoted. Thus, the RPIFB is a promising remediation technology for eutrophication and submerged macrophyte restoration.